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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: COLOWYO COAL COMPANY <br />_ Filename: C:\CULVERT\JREVO User: JONATHAN DUNHAM <br />Date: 11-11-1996 Time: 08:21:46 <br />CULVERT J REVISED FLOW RUN <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------------------- <br />----------------------------------------- <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />----------------------------------------- <br />J1, B1, S1 <br />CULVERT J <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 19.8 acres <br />Total Contributing Drainage Area: 19.8 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br /> (ft) (ft) (°s) (ft) <br />------------ <br />0.90 ----------- <br />1.5 --------- <br />110.0 ---------------------------- <br />12.0 0.030 0.0 <br />Minimum Pipe Diameter Required: 9.0 inches <br />(See Culvert Utility Program for full performance curves) <br />- Runoff Peak <br />Volume Discharge <br />(ac-ft) (cf s) <br /> <br />IN/OUT 0.26 2.14 <br />r++t,rf,rr,t,t*,r++,r#,r#+++r+++,r,r+r,rr+,r+,r+,t+,rt,t,t+x*,r+.tt#*,r+t+,t*,r ,r ,r~,r+r,r+++#+++*++++*+ <br />• <br />